HomeMy WebLinkAboutSD-427-4ffININ
523 `E
6'X6" CB /DH FND
SS n
PIS 0.1 ' A. G 1' I �yl
NgS
V4 ptR Rp �1 & \�
LOCUS \�7
219TCy 1�ryo ry0� A7 t�P/
Df TA am
SCALE. 1"--4
LOCUS MAP
NOT TO SCALE
'THIS PLAN IS SUBJECT TO A COVENANT DATED -------------- "
"THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED ___ _
4-
�O
APO
Je'j
0�cp
P� GP
O� F
NOW OR FORMERLY
ROY MALCOLM &,NAOMI
R. SCOTT
CERTIFICATE No. 61165
REGISTRATION BOOK
408 PAGE 357
IP IRON PIPE
CB /DH CONCRETE BOUND WITH DRILL HO
SB /DH STONE BOUND WITH DRILL HOLE
FND FOUND
B. G. BELOW GRADE
A. G. ABOVE GRADE
EDM ELECTRONIC DISTANCE MEASUREM
MAG SURVEY MASONRY NAIL
S/T STAKE & TACK
OHW— OVERHEAD WIRES
a UTILITY POLE
N. T S. NOT TO SCALE
W— WATER MAIN
_S_ SEWER MAIN
—G— GAS MAIN
TBR TO BE RAZED
ZWOR f
CERTIFICATE No. 60805
REGISTRATION BOOK 406,
PAGE 189
NOW OR FORMERLY NOW OR FORMERLY
& M
JOHN F. & JOAN M. DEMOY MALCOLM R. &MARY T.
SCOTT
CERTIFICATE No. 190947 * CERTIFICATE No. 137224 * /
8>.� REGISTRATION BOOK 1084,
S68 ~ 6'X6' CB DH REGISTRATION BOOK 816,
0725 2SQ \ _ FND 0. 1' B.C. PAGE 197 * PAGE 74 *i
0,001- ! N49' DO "E ►� COR BROKEN
/! SD
100.18 � S O ,
6'X6" CB /DH NBpo�
FND PIS 6j\ 0��1 \ 9s0„
R ^y 0.1' A.G (HELD) S8' 32 F0 f 96S F 3/4" IP FND
`A33�J Q�i 527 ,, ��% 7 P/S 1.9' A.G.
o
o %(\s /r (SET) �� LOT-UM
AREA =23 929±S F 424
NOW OR FORMERLY $ PROPOSED DRAINAGE - -1�` (pPEN SPACE EASEMENT �o \D / 2�
L LISA N. SPIRIO & EASEMENT J NOT TO BE CONSIDERED A
STEVEN C. JOHNSTON y, ` ry , SEPARATE BUILDING LOT) ,:�� m NBdL P FND
CERTIFICA 1 E No. 231844 /^ •Q 2 "E N 9 50 F O
w REGISTRATION BOOK 1289, ^ L , N45-48 o ` ° �/ TSj 0.8 f
' 3 PAGE 90 * ` /100.00 g0.00
Al
2'
DETAIL
�-��- !/•.� 20.00 �50•,E i N..T -S.
° 1 _
N 0.13 S5624'25�' �iI °a` N- �\m�� 000ti
N a ^ DETAIL 1 " !P FND ° .- 36.06'' I ° O SPK _ ((( N. T. S C, - °W� FND 0.3' A. G 1 o AREA =20 772tS F. n /
LEANING va a J a� LOT '
IP ro ' 36 06% (SEE DETAIL) SPIKE FND N v,�� \ ` �° �J AREA= 14,468fS.F.
FND 0.1' A. G. -zD `° LO, 6� <.
0. a oa LEANING W2Y m ,LET 59 i PROPOSED ACCESS EASEMENT s
�v 0.10' of (SEE DETAIL) rn
u �`
o M DETAIL
N \ W �� 525
3 N T. S. n P 8 4` ` `vr1 00• SIT (SET)
ti b CB /DH FND z o i ti.- .0 N7 L_76 43 Q 45 °44 50 E
N
z N 1`046•] 2272E \� -
91 89'
�
PROPOSED ACCESS AND
UTILITY EASEMENT
6 X6" cs/OH ACCESSANDEUTILITY LOT 465
FND PIS ' EASEMENT \ 00 �s� AREA= 11,552fS.F
FLUSH (HELD) N 20.1 0 20•
6'X6" CB DH } ;
/ - O z I N 7 STORY ,
o FND PIS FLUSH CN DWELLING
Z 3 L= 17.38' c�
R =1256' ¢6 (T.R.R.)
��' ��� f A= 79.19'45" NOW OR FORMERLY LOT aW No. 31 BIT.
THOMAS J. CATALDO CONC
CERTIFICATE No. 230386 rn AREA = 14,3261 S.F. ( ' DRIVE
V
0 4 RECORD CB NOT FND A
h�0 8' REGISTRATION BOOK 1282,b m N
V/ S> A PAGE 32
550 43' ° rn 92.60'
MAC (SET) / 0 K L x7, 40" 'z w o- 125
.00 �iio 0 00 o� 20 00 545'44'5
✓�% i' SV
N�6Q - 6X6,. Q` 12,54„ g • ( .vNp N 8Og� 1
56704 00 "W SB /DH FND 1 " IP FND L--15.46
' 176-94'
76• I 0•
E 303.67' PIS FLUSH P/S FLUSH ,. i $45.4
20S >6 '- �TR'q Le X68 T2 5T y (HELD) i (HELD) 84.54
�)
CAR�T 594. (TRA VERSE y
(PUBLIC- �M) ,w ��t� 3\ L= 148.84 %� ti<%i N 8 PV
50' WIDE) 7� �— o o ��� � \42 �v L� 2��3 10" 0'9� Z' 0 S o G 4
5'X5" A V��T
SR/DH FND 303.67' Li
APPROVED BY- P/S 0.3' B.C. S6;;-04'00 -W i ! S52-34'1 IN —\° �
LEXINGTON PLANNING BOARD (HELD) _
g0./a4` (ED1vt) � MAG (SET
THIS PLAN IS THE SAME PLAN APPROVED BY THE LEXINGTON PLANNING
BOARD ON MAY 11, 2005. A NON - MATERIAL CHANGE WAS MADE TO THE
PLAN TO CONSOLIDATE TWO PREVIOUS OWNERSHIP ENTITIES INTO SINGLE
OWNERSHIP AS REQUIRED BY THE MASSACHUSETTS LAND COURT.
LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THAT THE NOTICE OF
APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS
BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE
OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER
SUCH RECEIPT AND RECORDING OF SAID NOTICE.
�'4v� ? 00
TOWN CLE DA
5'X5"
SP/DH FND
PIS FLUSH
(HELD)
GRAPHIC SCALE
SCALE.• 1 " =40'
FEET 40 0 20 40 80 160
METERS 0 10 20 4O 60
5 X5" SB /DH
FND PIS
FLUSH (HELD)
NOW OR FORMERLY
THOMAS JOSEPH & MARY
WHALEN TROMETER
CERTIFICATE No. 193994
REGISTRATION BOOK 1100,
PAGE 44 *
v m IR FND
DETAIL � - 0 38'
\N: L
1.
THE PURPOSE OF THIS PLAN IS TO CREATE FIVE LOTS (461, 462, i
\�
DETAIL
M I. S
H
CASE No. 6962 -3, AND LOTS 459 & 460 DEPICTED ON LAND
LE
,E
12 p0
N�0018BpC
2.
THE SITE DETAIL & SURFACE IMPROVEMENTS DEPICTED HEREON
WERE OBTAINED FROM A PARTIAL FIELD SURVEY CONDUCTED
524 !
522
MAG /WASH
ENT
0 X0.14 TS7
°
MAG /WASH !
(SET)
NOW OR FORMERLY
CB /DH
(SET) i
' a
O\
IVAN D. & DANA L ZITKOVSKY
FND
5.
THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN j
CERTIFICATE No. 204613
EASEMENTS WHICH MAY EXIST. A REASONABLE AND DILIGENT
*' RECORD CB
ATTEMPT HAS BEEN MADE TO OBSERVE ANY APPARENT, VISIBLE
REGISTRATION BOOK 1153, PAGE 63 *
`
U NOT FND
GUARANTEE THAT NO SUCH EASEMENTS EXIST.
6.
THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE
APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY
AND COMPILATION OF PLANS OF RECORD. MERIDIAN ASSOCIATES,
3
4-
�O
APO
Je'j
0�cp
P� GP
O� F
NOW OR FORMERLY
ROY MALCOLM &,NAOMI
R. SCOTT
CERTIFICATE No. 61165
REGISTRATION BOOK
408 PAGE 357
IP IRON PIPE
CB /DH CONCRETE BOUND WITH DRILL HO
SB /DH STONE BOUND WITH DRILL HOLE
FND FOUND
B. G. BELOW GRADE
A. G. ABOVE GRADE
EDM ELECTRONIC DISTANCE MEASUREM
MAG SURVEY MASONRY NAIL
S/T STAKE & TACK
OHW— OVERHEAD WIRES
a UTILITY POLE
N. T S. NOT TO SCALE
W— WATER MAIN
_S_ SEWER MAIN
—G— GAS MAIN
TBR TO BE RAZED
ZWOR f
CERTIFICATE No. 60805
REGISTRATION BOOK 406,
PAGE 189
NOW OR FORMERLY NOW OR FORMERLY
& M
JOHN F. & JOAN M. DEMOY MALCOLM R. &MARY T.
SCOTT
CERTIFICATE No. 190947 * CERTIFICATE No. 137224 * /
8>.� REGISTRATION BOOK 1084,
S68 ~ 6'X6' CB DH REGISTRATION BOOK 816,
0725 2SQ \ _ FND 0. 1' B.C. PAGE 197 * PAGE 74 *i
0,001- ! N49' DO "E ►� COR BROKEN
/! SD
100.18 � S O ,
6'X6" CB /DH NBpo�
FND PIS 6j\ 0��1 \ 9s0„
R ^y 0.1' A.G (HELD) S8' 32 F0 f 96S F 3/4" IP FND
`A33�J Q�i 527 ,, ��% 7 P/S 1.9' A.G.
o
o %(\s /r (SET) �� LOT-UM
AREA =23 929±S F 424
NOW OR FORMERLY $ PROPOSED DRAINAGE - -1�` (pPEN SPACE EASEMENT �o \D / 2�
L LISA N. SPIRIO & EASEMENT J NOT TO BE CONSIDERED A
STEVEN C. JOHNSTON y, ` ry , SEPARATE BUILDING LOT) ,:�� m NBdL P FND
CERTIFICA 1 E No. 231844 /^ •Q 2 "E N 9 50 F O
w REGISTRATION BOOK 1289, ^ L , N45-48 o ` ° �/ TSj 0.8 f
' 3 PAGE 90 * ` /100.00 g0.00
Al
2'
DETAIL
�-��- !/•.� 20.00 �50•,E i N..T -S.
° 1 _
N 0.13 S5624'25�' �iI °a` N- �\m�� 000ti
N a ^ DETAIL 1 " !P FND ° .- 36.06'' I ° O SPK _ ((( N. T. S C, - °W� FND 0.3' A. G 1 o AREA =20 772tS F. n /
LEANING va a J a� LOT '
IP ro ' 36 06% (SEE DETAIL) SPIKE FND N v,�� \ ` �° �J AREA= 14,468fS.F.
FND 0.1' A. G. -zD `° LO, 6� <.
0. a oa LEANING W2Y m ,LET 59 i PROPOSED ACCESS EASEMENT s
�v 0.10' of (SEE DETAIL) rn
u �`
o M DETAIL
N \ W �� 525
3 N T. S. n P 8 4` ` `vr1 00• SIT (SET)
ti b CB /DH FND z o i ti.- .0 N7 L_76 43 Q 45 °44 50 E
N
z N 1`046•] 2272E \� -
91 89'
�
PROPOSED ACCESS AND
UTILITY EASEMENT
6 X6" cs/OH ACCESSANDEUTILITY LOT 465
FND PIS ' EASEMENT \ 00 �s� AREA= 11,552fS.F
FLUSH (HELD) N 20.1 0 20•
6'X6" CB DH } ;
/ - O z I N 7 STORY ,
o FND PIS FLUSH CN DWELLING
Z 3 L= 17.38' c�
R =1256' ¢6 (T.R.R.)
��' ��� f A= 79.19'45" NOW OR FORMERLY LOT aW No. 31 BIT.
THOMAS J. CATALDO CONC
CERTIFICATE No. 230386 rn AREA = 14,3261 S.F. ( ' DRIVE
V
0 4 RECORD CB NOT FND A
h�0 8' REGISTRATION BOOK 1282,b m N
V/ S> A PAGE 32
550 43' ° rn 92.60'
MAC (SET) / 0 K L x7, 40" 'z w o- 125
.00 �iio 0 00 o� 20 00 545'44'5
✓�% i' SV
N�6Q - 6X6,. Q` 12,54„ g • ( .vNp N 8Og� 1
56704 00 "W SB /DH FND 1 " IP FND L--15.46
' 176-94'
76• I 0•
E 303.67' PIS FLUSH P/S FLUSH ,. i $45.4
20S >6 '- �TR'q Le X68 T2 5T y (HELD) i (HELD) 84.54
�)
CAR�T 594. (TRA VERSE y
(PUBLIC- �M) ,w ��t� 3\ L= 148.84 %� ti<%i N 8 PV
50' WIDE) 7� �— o o ��� � \42 �v L� 2��3 10" 0'9� Z' 0 S o G 4
5'X5" A V��T
SR/DH FND 303.67' Li
APPROVED BY- P/S 0.3' B.C. S6;;-04'00 -W i ! S52-34'1 IN —\° �
LEXINGTON PLANNING BOARD (HELD) _
g0./a4` (ED1vt) � MAG (SET
THIS PLAN IS THE SAME PLAN APPROVED BY THE LEXINGTON PLANNING
BOARD ON MAY 11, 2005. A NON - MATERIAL CHANGE WAS MADE TO THE
PLAN TO CONSOLIDATE TWO PREVIOUS OWNERSHIP ENTITIES INTO SINGLE
OWNERSHIP AS REQUIRED BY THE MASSACHUSETTS LAND COURT.
LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THAT THE NOTICE OF
APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS
BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE
OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER
SUCH RECEIPT AND RECORDING OF SAID NOTICE.
�'4v� ? 00
TOWN CLE DA
5'X5"
SP/DH FND
PIS FLUSH
(HELD)
GRAPHIC SCALE
SCALE.• 1 " =40'
FEET 40 0 20 40 80 160
METERS 0 10 20 4O 60
5 X5" SB /DH
FND PIS
FLUSH (HELD)
NOW OR FORMERLY
THOMAS JOSEPH & MARY
WHALEN TROMETER
CERTIFICATE No. 193994
REGISTRATION BOOK 1100,
PAGE 44 *
v m IR FND
DETAIL � - 0 38'
- CER7FICATE No. 230366
- CERTIFICATE No. 234327
- CERTIFICATE No. 234328 * !
- LAND COURT CASE No. 6962 -B
I
- LAND COURT CASE No. 6962 -C
LAND COURT CASE No. 6962 -26 * }
LAND COURT CASE No. 6962 -30 *
- LAND COURT CASE No. 6962 -42 *
* DENOTES DOCUMENTS RECORDED AT THE
SOUTH MIDDLESEX REGISTRY OF DEEDS
I CERTIFY THAT THIS ACTUAL SURVEY WAS MADE ON
THE GROUND IN ACCORDANCE WITH THE LAND COURT
INSTRUCTIONS OF 1989 BETWEEN SEPTEMBER 2003
AND DECEMBER, 2004.
j
I CERTIFY THAT THE CONDITIONS ON THE GROUND
ARE THE SAME NOW AT THE TIME OF THE
ORIGINAL SURVEY. i
FOfil MERIDIAN ASSOCIATE , INC. DATE
fflM= QE ZM"ajE CLOSURE
LINE
0� PRECISION 1 FOOT IN 43,400
125 W � fRO 52 ABSOLUTE ERROR 0.043'
i
N j3 p, ( LE Sz } DIRECTION OF ERROR N 89 2626" W
/12812 MIOD i
i t0 p.C• PERIMETER 1853.39'
E
z`FNa W� AV tJ
7, S-� Y 1 °
520 ' c G ONW
MAG /WASH
N4lMgE25 SCG Sf�E�"T � o,= 9
�r =VISGD f /��/ -05
NTS \&
t_4 LOT
LOT 462 i m 464
20.00 -.
EOL T FND
1.41' ON LINE
c45.4i0„ w
REWSIONS
DWG. No. 4159ANR_2 2' 5 -5 -05 MODIFY DRAINAGE EASEMENT JP KED
BK. #415, PG J743 1. 2 -24 -05 CORRECT LOT AREAS JP KED
BK.. #435, PG. #22 NO. DATF or cRtPTnN RY (Hel
ACCURACY OF INSTRUMENT (MANUFACTURERS SPECIFICATIONS)
ANGULAR PRECISION 3 SECONDS
LINEAR (FINE MEASUREMENT) (313 PPM X DISTANCE) MM
MYLAR
BEING A 'SUBDIVISION OF LAND COURT
CASE No. 6962 -B, 6962 -3, & 6962-42
DEFINITIVE SUBDIVISIONPLAN
Property Rights & Dimensional Standards Play r
31,33 & 35 CAR YAVENUE
v LEXINGTON; MASSACHUSETTS
(MIDDLESEX COUNTY)
% PREPARED FOR
° SIIELDON CORPORATION
SCALE: 1 "= 40' DATE. FEBRUARY 14, 2045 j
I
M E 1 D I A N
ASSOCIATES, INC.
I
98 HIGH STREET 69 MILK STREET, SUITE 302.
DANVERS, MASSACHUSETTS 01923 WESTBOROUGH, MASSACHUSETTS 01581
TELEPHONE: (978} 739 -9130 TELEPHONE: (508) 871 -7030 _
SFIEETNo. 4 OF PROJECT No. 8113 " {
i
NOTES•
1.
THE PURPOSE OF THIS PLAN IS TO CREATE FIVE LOTS (461, 462, i
463, 464, & 465) FROM LOTS 138 & 139 DEPICTED ON LAND
COURT CASE No. 6962 -8, LOT 140A DEPICTED ON LAND COURT
CASE No. 6962 -3, AND LOTS 459 & 460 DEPICTED ON LAND
LE
COURT CASE No. 6962 -42.
2.
THE SITE DETAIL & SURFACE IMPROVEMENTS DEPICTED HEREON
WERE OBTAINED FROM A PARTIAL FIELD SURVEY CONDUCTED
BETWEEN FEBRUARY 2002 AND DECEMBER, 2004 BY MERIDIAN I
ENT
ASSOCIATES, INC.
3
THE LOCUS PROPERTIES DEPICTED ARE LOCATED IN ZONE RS (ONE 3
FAMILY RESIDENTIAL DISTRICT).
4.
THE LOCUS PROPERTIES ARE DEPICTED AS LOTS 47C, 47D, AND 48
ON TOWN OF LEXINGTON'S ASSESSOR'S MAP 34.
5.
THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN j
EASEMENTS WHICH MAY EXIST. A REASONABLE AND DILIGENT
ATTEMPT HAS BEEN MADE TO OBSERVE ANY APPARENT, VISIBLE
USES OF THE LAND. HOWEVER, THIS DOES NOT CONSTITUTE A
GUARANTEE THAT NO SUCH EASEMENTS EXIST.
6.
THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE
APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY
AND COMPILATION OF PLANS OF RECORD. MERIDIAN ASSOCIATES,
INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCATION OF ALL
UTILITIES DEPICTED OR NOT DEPICTED. THE CONTRACTOR PRIOR TO
COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION
OF ALL UTILITIES AND CONTACT DIG SAFE AT 1-888-344-7233.
I
TJMC REALTY TRUST
THOMAS J. CATALDO, TR.
121 MARRETT ROAD
LEXINGTON, MA 02421
CERTIFICATE No. 230366 * (LOT 47C)
REGISTRATION BOOK 1282, PAGE 12
CERTIFICATE No. 234328 * (LOT 47D)
REGISTRATION BOOK 1303, PAGE 123 * {
CERTIFICATE No, 234327 * (LOT 48)
REGISTRATION BOOK 1303, PAGE 122 *
CERTIFICATE No. 53524 * (RESTRICTIONS)
REFERENCES° i
4
- CER7FICATE No. 230366
- CERTIFICATE No. 234327
- CERTIFICATE No. 234328 * !
- LAND COURT CASE No. 6962 -B
I
- LAND COURT CASE No. 6962 -C
LAND COURT CASE No. 6962 -26 * }
LAND COURT CASE No. 6962 -30 *
- LAND COURT CASE No. 6962 -42 *
* DENOTES DOCUMENTS RECORDED AT THE
SOUTH MIDDLESEX REGISTRY OF DEEDS
I CERTIFY THAT THIS ACTUAL SURVEY WAS MADE ON
THE GROUND IN ACCORDANCE WITH THE LAND COURT
INSTRUCTIONS OF 1989 BETWEEN SEPTEMBER 2003
AND DECEMBER, 2004.
j
I CERTIFY THAT THE CONDITIONS ON THE GROUND
ARE THE SAME NOW AT THE TIME OF THE
ORIGINAL SURVEY. i
FOfil MERIDIAN ASSOCIATE , INC. DATE
fflM= QE ZM"ajE CLOSURE
LINE
0� PRECISION 1 FOOT IN 43,400
125 W � fRO 52 ABSOLUTE ERROR 0.043'
i
N j3 p, ( LE Sz } DIRECTION OF ERROR N 89 2626" W
/12812 MIOD i
i t0 p.C• PERIMETER 1853.39'
E
z`FNa W� AV tJ
7, S-� Y 1 °
520 ' c G ONW
MAG /WASH
N4lMgE25 SCG Sf�E�"T � o,= 9
�r =VISGD f /��/ -05
NTS \&
t_4 LOT
LOT 462 i m 464
20.00 -.
EOL T FND
1.41' ON LINE
c45.4i0„ w
REWSIONS
DWG. No. 4159ANR_2 2' 5 -5 -05 MODIFY DRAINAGE EASEMENT JP KED
BK. #415, PG J743 1. 2 -24 -05 CORRECT LOT AREAS JP KED
BK.. #435, PG. #22 NO. DATF or cRtPTnN RY (Hel
ACCURACY OF INSTRUMENT (MANUFACTURERS SPECIFICATIONS)
ANGULAR PRECISION 3 SECONDS
LINEAR (FINE MEASUREMENT) (313 PPM X DISTANCE) MM
MYLAR
BEING A 'SUBDIVISION OF LAND COURT
CASE No. 6962 -B, 6962 -3, & 6962-42
DEFINITIVE SUBDIVISIONPLAN
Property Rights & Dimensional Standards Play r
31,33 & 35 CAR YAVENUE
v LEXINGTON; MASSACHUSETTS
(MIDDLESEX COUNTY)
% PREPARED FOR
° SIIELDON CORPORATION
SCALE: 1 "= 40' DATE. FEBRUARY 14, 2045 j
I
M E 1 D I A N
ASSOCIATES, INC.
I
98 HIGH STREET 69 MILK STREET, SUITE 302.
DANVERS, MASSACHUSETTS 01923 WESTBOROUGH, MASSACHUSETTS 01581
TELEPHONE: (978} 739 -9130 TELEPHONE: (508) 871 -7030 _
SFIEETNo. 4 OF PROJECT No. 8113 " {
i